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Sample Record for 2021-09-13-17

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Project Information

Project ID: 213337 DEA: 024F5404 EFIS: 0213000004 QA Service Level: 1
DIST-CO-RTE-PM: 02-SIS-5-R15.3/R16.5
Work Description: BRIDGE REPLACEMENT - SOUTHBOUND ONLY
Location Description: SISKIYOU COUNTY NEAR WEED FROM 0.1 MILE SOUTH OF DEETZ ROAD UNDERCROSSING TO 0.6 MILE NORTH OF BLACK BUTTE OVERHEAD 02-0004L
Contractor Name: J.F. SHEA CONSTRUCTION
Contractor Address: P.O. BOX 494519, REDDING, CA 96049-4519
Resident Engineer: Jeff Steppat Structure Rep.: Andy O'Sullivan

Sample Information

DIME Sample ID: 2021-09-13-17
TL Number from the TL Form: 815603
Sample Submitted By Organization: CT D02 - North Region Materials Lab
Sample Organization Contact: (530) 225-3194
Type of Sample: Acceptance
Type of Material: Reclaimed Asphalt Pavement
Sample Taken Date: 09/13/2021
Date that the sample was received by the laboratory/organization performing the testing: 09/13/2021
The quantity of what the sample constitutes: PSE 1 Bag at 282 Tons
A brief description of the sample: 3/8 inch RAP
From where was the sample collected: Manufacturer
Laboratory sample identification: D78942
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: J F Shea Construction Inc - Fawndale Rock and Asphalt - Redding CA

Material Information

RAP Source: Fawndale Rock and Asphalt, Redding, CA
Aggregate Size: 3/8 inch
Aggregate Source: Fawndale Rock and Asphalt, Redding, Ca
RAP Stockpile: Continuous
Stockpile Size (tons): Unknown

Test Results

Test 1 of 3

DIME Test ID: 2021-09-13-17-1
Test Method: AASHTO T209-12: Standard Method of Test for Theoretical Maximum Specific Gravity (Gmm) and Density of Asphalt Mixtures (Maximum Specific Gravity)
Verified Date: 09/16/2021
Date Tested: 09/14/2021
Submitted By Organization: CT D02 - North Region Materials Lab
Organization Address: 1657 Riverside Dr,MS-83
Organization City: Redding
Organization State: CA
Organization Zipcode: 96001
Organization Email: ward.jenkins@dot.ca.gov
Organization Phone: (530) 225-3194
General Comments for this Test:
Test Result Compliance: complies
Additional Comments When Verified:
Number of tests 1
Mass Determination Air
Method Performed Mechanical Agitation - Method A
Mass of container filled with water 7336.5 grams
Mass of oven-dry sample in air for Sample 1 1547.0 grams
Mass of container filled with the sample and water for Sample 1 8276.2 grams
Temperature of Water 77 °F
Specific Gravity for Sample 1 2.547

Test 2 of 3

DIME Test ID: 2021-09-13-17-2
Test Method: AASHTO T308-10: Standard Method of Test for Determining the Asphalt Binder Content of Hot Mix Asphalt (HMA) by the Ignition Method (Asphalt Binder Content)
Verified Date: 09/16/2021
Date Tested: 09/14/2021
Submitted By Organization: CT D02 - North Region Materials Lab
Organization Address: 1657 Riverside Dr,MS-83
Organization City: Redding
Organization State: CA
Organization Zipcode: 96001
Organization Email: ward.jenkins@dot.ca.gov
Organization Phone: (530) 225-3194
General Comments for this Test:
Test Result Compliance:
Additional Comments When Verified:
Asphalt Binder Content 6.33 %
Correction Factor (Percent by mass of HMA Specimen) 0 %

Test 3 of 3

DIME Test ID: 2021-09-13-17-3
Test Method: AASHTO T30-19: Standard Method of Test for Mechanical Analysis of Extracted Aggregate (Mechanical Analysis)
Verified Date: 09/16/2021
Date Tested: 09/15/2021
Submitted By Organization: CT D02 - North Region Materials Lab
Organization Address: 1657 Riverside Dr,MS-83
Organization City: Redding
Organization State: CA
Organization Zipcode: 96001
Organization Email: ward.jenkins@dot.ca.gov
Organization Phone: (530) 225-3194
General Comments for this Test:
Test Result Compliance:
Additional Comments When Verified:
Does this test use 1/4 sieve? Yes
Total mass of material in the sample 1328.1 grams
Mass retained on the 2 in. sieve 0 grams
Cumulative mass retained on the 1 1/2 in. sieve 0 grams
Cumulative mass retained on the 1 in. sieve 0 grams
Cumulative mass retained on the 3/4 in. sieve 0 grams
Cumulative mass retained on the 1/2 in. sieve 0 grams
Cumulative mass retained on the 3/8 in. sieve 1.5 grams
Mass retained on the 1/4 in. sieve 180.3 grams
Cumulative mass retained on the #4 sieve 363.8 grams
Cumulative mass retained on the #8 sieve 682.5 grams
Cumulative mass retained on the #16 sieve 870.7 grams
Cumulative mass retained on the #30 sieve 990.3 grams
Cumulative mass retained on the #50 sieve 1076.7 grams
Cumulative mass retained on the #100 sieve 1139.7 grams
Cumulative mass retained on the #200 sieve 1181.4 grams
Cumulative percent passing the 2 in. sieve 100 %
Cumulative percent passing the 1 1/2 in. sieve 100 %
Cumulative percent passing the 1 in. sieve 100 %
Cumulative percent passing the 3/4 in. sieve 100 %
Cumulative percent passing the 1/2 in. sieve 100 %
Cumulative percent passing the 3/8 in. sieve 99.9 %
Cumulative percent passing the 1/4 in. sieve 86.4 %
Cumulative percent passing the #4 sieve 72.6 %
Cumulative percent passing the #8 sieve 48.6 %
Cumulative percent passing the #16 sieve 34.4 %
Cumulative percent passing the #30 sieve 25.4 %
Cumulative percent passing the #50 sieve 18.9 %
Cumulative percent passing the #100 sieve 14.2 %
Cumulative percent passing the #200 sieve 11.05 %

Tests Assigned to this Sample

DIME Test IDTest MethodAssigned DateTest DateAssigned ByAssigned LabTest CommentsAssigned To
No tests have been assigned to this sample.